03-1559-052p
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ro
14.714. 14
13 12 11.
613' -3" 8' -11" 10 -1" 8' -0"
• i • • Y Y N N !
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REVISION BY
1 1/29/04 PERMIT REVISION
2 4/19/04 OWNER REvISION
3 618104 REVIEW
4 9/14/04 OUNER RIE VISION
5 11/5 /04 GENERAL_ REVISION
6 2/11/05 GENERAL. REVISIO
8 5 /I1 /05 GENERAL R1= V1510N
PROPERTY LINE
:
� c15
C15
— ---I -�
— I SF -2 I I SF -2
-- - - -- .._ — ........7T - - - - -- �
Y I REINFORCED MASONRY LEGEND !'
- - - - -- .� ... ®.I.r:r - - - -� I I 8 RM 6 24 EF
�I I I I N
7 I I L
I I I I ,i I EACH FACE (WHERE APPLICABLE) ,
303 I r-
C4 r H I I �' I CENTER TO CENTER SPACING
...... ....... ............................... ....... �...... ....... �................
L.2 0 �..�--- .......- � ,_�.� s .................... L.2
....I. I ... VERTICAL REINFORCING SIZE
— 9' -10 1,L21
C1 I I 2 F -4 "I ` ..-1" REINFORCED MASONRY 4'
(� BC1
NOMINAL MASONRY UNIT WIDTH
F
A
I
N
I
K � -----------
T
N
J.3 - -- -
0
I
to C1
__ --- -----
W
0
I
o>
x_
I
b
T
7
C1
C1
W
K
0 *3
J
70,
SCALE: 1/8" = 1' -0"
NOTES:
1 — SLAB ON GRADE TO BE 5" THICK OVER 10 MIL VAPOR BARRIER ON 95% COMPACTED FILL,
REINFORCED WITH 6x6 — W2.102.1 W.W.F. (U.O.N.)
2 — REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR NONBEARING WALLS, OPENINGS SIZES
AND LAYOUT, BALANCE OF DIMENSIONS, AND ADDITIONAL INFORMATION.
3 — TOP OF ALL FOOTINGS MUST BE AT LEAST 1' -4" BELOW SLAB OR PAVEMENT.
4 -- ALL EXTERIOR WALLS TO BE 8" THK. CMU, REINFORCED W/ #6032" MAXIMUM SPACING
VERTICAL. PROVIDE 2 #5 VERT. ON SIDES OF ALL OPENINGS BETWEEN 3' -0" AND 8' -0 ".
REINFORCE WALLS W/ #9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT
AT 16" O.C. EXCEPT BELOW WINDOW OPENINGS WHERE JOINT REINFORCEMENT MUST
BE PROVIDED 0 8" O.C., EXTENDING AT LEAST 2' -0" BEYOND OPENING.
ALL WALLS NEIGHBORING GARAGE MUST BE GROUTED SOLID UP TO 2' -0" ABOVE F /F.
5 — TOP OF SLAB ON GRADE INDICATED THUS
6 — ALL VERTICAL BARS MUST TERMINATE WITH A STANDARD HOOK 3" FROM
BOTTOM OF FOOTING.
7 — SPLICE ON FOOTINGS REBARS MUST BE 36" MINIMUM.
8 — PROVIDE CORNER BARS AS INDICATED ON DETAIL 5/S -201.
9 — REFER TO SCHEDULES BELOW FOR FOOTING SIZES AND REINFORCEMENT.
10— ALL INTERIOR CMU WALLS TO BE REINFORCED W/ #6 0 24" O.C. VERT. AND #9 GAGE
HORIZ. JOINT REINF. 0 8" O.C.
EMMERERS MC.
13392 SOUTH WEST 128 STREET
MIAMI FLCRIDA 33186
PHONE: 305- 971 —GFCE
FAX: 305 - 971 -4332
E —MAIL: GFCE@GFCF.NET
CERTIFICATE OF AUTHORIZATION #9129
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, & WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
AIL:
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FIR S,v -"E. HERNANDEZ
FLORIDA �E 4fiG1•
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DRAWN
BY:
D. 1. - E.0 - M.M
DATE:
6/1+4/05
SCALE:
AS NOTED
SHEET
NO.:
S103